EP4135879A1 - Method of sequestering gas-phase materials during formation of hempcrete and materials formed using same - Google Patents
Method of sequestering gas-phase materials during formation of hempcrete and materials formed using sameInfo
- Publication number
- EP4135879A1 EP4135879A1 EP21787906.3A EP21787906A EP4135879A1 EP 4135879 A1 EP4135879 A1 EP 4135879A1 EP 21787906 A EP21787906 A EP 21787906A EP 4135879 A1 EP4135879 A1 EP 4135879A1
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- EP
- European Patent Office
- Prior art keywords
- hempcrete
- carbonation
- binder
- mixture
- model
- Prior art date
- Legal status (The legal status is an assumption and is not a legal conclusion. Google has not performed a legal analysis and makes no representation as to the accuracy of the status listed.)
- Pending
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- B—PERFORMING OPERATIONS; TRANSPORTING
- B01—PHYSICAL OR CHEMICAL PROCESSES OR APPARATUS IN GENERAL
- B01D—SEPARATION
- B01D53/00—Separation of gases or vapours; Recovering vapours of volatile solvents from gases; Chemical or biological purification of waste gases, e.g. engine exhaust gases, smoke, fumes, flue gases, aerosols
- B01D53/34—Chemical or biological purification of waste gases
- B01D53/74—General processes for purification of waste gases; Apparatus or devices specially adapted therefor
- B01D53/80—Semi-solid phase processes, i.e. by using slurries
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- C—CHEMISTRY; METALLURGY
- C04—CEMENTS; CONCRETE; ARTIFICIAL STONE; CERAMICS; REFRACTORIES
- C04B—LIME, MAGNESIA; SLAG; CEMENTS; COMPOSITIONS THEREOF, e.g. MORTARS, CONCRETE OR LIKE BUILDING MATERIALS; ARTIFICIAL STONE; CERAMICS; REFRACTORIES; TREATMENT OF NATURAL STONE
- C04B40/00—Processes, in general, for influencing or modifying the properties of mortars, concrete or artificial stone compositions, e.g. their setting or hardening ability
- C04B40/02—Selection of the hardening environment
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- B—PERFORMING OPERATIONS; TRANSPORTING
- B01—PHYSICAL OR CHEMICAL PROCESSES OR APPARATUS IN GENERAL
- B01D—SEPARATION
- B01D53/00—Separation of gases or vapours; Recovering vapours of volatile solvents from gases; Chemical or biological purification of waste gases, e.g. engine exhaust gases, smoke, fumes, flue gases, aerosols
- B01D53/34—Chemical or biological purification of waste gases
- B01D53/46—Removing components of defined structure
- B01D53/62—Carbon oxides
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- B—PERFORMING OPERATIONS; TRANSPORTING
- B01—PHYSICAL OR CHEMICAL PROCESSES OR APPARATUS IN GENERAL
- B01D—SEPARATION
- B01D53/00—Separation of gases or vapours; Recovering vapours of volatile solvents from gases; Chemical or biological purification of waste gases, e.g. engine exhaust gases, smoke, fumes, flue gases, aerosols
- B01D53/34—Chemical or biological purification of waste gases
- B01D53/74—General processes for purification of waste gases; Apparatus or devices specially adapted therefor
- B01D53/81—Solid phase processes
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- C—CHEMISTRY; METALLURGY
- C04—CEMENTS; CONCRETE; ARTIFICIAL STONE; CERAMICS; REFRACTORIES
- C04B—LIME, MAGNESIA; SLAG; CEMENTS; COMPOSITIONS THEREOF, e.g. MORTARS, CONCRETE OR LIKE BUILDING MATERIALS; ARTIFICIAL STONE; CERAMICS; REFRACTORIES; TREATMENT OF NATURAL STONE
- C04B14/00—Use of inorganic materials as fillers, e.g. pigments, for mortars, concrete or artificial stone; Treatment of inorganic materials specially adapted to enhance their filling properties in mortars, concrete or artificial stone
- C04B14/02—Granular materials, e.g. microballoons
- C04B14/04—Silica-rich materials; Silicates
- C04B14/10—Clay
- C04B14/106—Kaolin
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- C—CHEMISTRY; METALLURGY
- C04—CEMENTS; CONCRETE; ARTIFICIAL STONE; CERAMICS; REFRACTORIES
- C04B—LIME, MAGNESIA; SLAG; CEMENTS; COMPOSITIONS THEREOF, e.g. MORTARS, CONCRETE OR LIKE BUILDING MATERIALS; ARTIFICIAL STONE; CERAMICS; REFRACTORIES; TREATMENT OF NATURAL STONE
- C04B18/00—Use of agglomerated or waste materials or refuse as fillers for mortars, concrete or artificial stone; Treatment of agglomerated or waste materials or refuse, specially adapted to enhance their filling properties in mortars, concrete or artificial stone
- C04B18/04—Waste materials; Refuse
- C04B18/14—Waste materials; Refuse from metallurgical processes
- C04B18/141—Slags
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- C—CHEMISTRY; METALLURGY
- C04—CEMENTS; CONCRETE; ARTIFICIAL STONE; CERAMICS; REFRACTORIES
- C04B—LIME, MAGNESIA; SLAG; CEMENTS; COMPOSITIONS THEREOF, e.g. MORTARS, CONCRETE OR LIKE BUILDING MATERIALS; ARTIFICIAL STONE; CERAMICS; REFRACTORIES; TREATMENT OF NATURAL STONE
- C04B18/00—Use of agglomerated or waste materials or refuse as fillers for mortars, concrete or artificial stone; Treatment of agglomerated or waste materials or refuse, specially adapted to enhance their filling properties in mortars, concrete or artificial stone
- C04B18/04—Waste materials; Refuse
- C04B18/18—Waste materials; Refuse organic
- C04B18/24—Vegetable refuse, e.g. rice husks, maize-ear refuse; Cellulosic materials, e.g. paper, cork
- C04B18/248—Vegetable refuse, e.g. rice husks, maize-ear refuse; Cellulosic materials, e.g. paper, cork from specific plants, e.g. hemp fibres
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- C—CHEMISTRY; METALLURGY
- C04—CEMENTS; CONCRETE; ARTIFICIAL STONE; CERAMICS; REFRACTORIES
- C04B—LIME, MAGNESIA; SLAG; CEMENTS; COMPOSITIONS THEREOF, e.g. MORTARS, CONCRETE OR LIKE BUILDING MATERIALS; ARTIFICIAL STONE; CERAMICS; REFRACTORIES; TREATMENT OF NATURAL STONE
- C04B28/00—Compositions of mortars, concrete or artificial stone, containing inorganic binders or the reaction product of an inorganic and an organic binder, e.g. polycarboxylate cements
- C04B28/02—Compositions of mortars, concrete or artificial stone, containing inorganic binders or the reaction product of an inorganic and an organic binder, e.g. polycarboxylate cements containing hydraulic cements other than calcium sulfates
- C04B28/10—Lime cements or magnesium oxide cements
- C04B28/12—Hydraulic lime
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- C—CHEMISTRY; METALLURGY
- C04—CEMENTS; CONCRETE; ARTIFICIAL STONE; CERAMICS; REFRACTORIES
- C04B—LIME, MAGNESIA; SLAG; CEMENTS; COMPOSITIONS THEREOF, e.g. MORTARS, CONCRETE OR LIKE BUILDING MATERIALS; ARTIFICIAL STONE; CERAMICS; REFRACTORIES; TREATMENT OF NATURAL STONE
- C04B40/00—Processes, in general, for influencing or modifying the properties of mortars, concrete or artificial stone compositions, e.g. their setting or hardening ability
- C04B40/0089—Processes, in general, for influencing or modifying the properties of mortars, concrete or artificial stone compositions, e.g. their setting or hardening ability making use of vacuum or reduced pressure
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- C—CHEMISTRY; METALLURGY
- C04—CEMENTS; CONCRETE; ARTIFICIAL STONE; CERAMICS; REFRACTORIES
- C04B—LIME, MAGNESIA; SLAG; CEMENTS; COMPOSITIONS THEREOF, e.g. MORTARS, CONCRETE OR LIKE BUILDING MATERIALS; ARTIFICIAL STONE; CERAMICS; REFRACTORIES; TREATMENT OF NATURAL STONE
- C04B41/00—After-treatment of mortars, concrete, artificial stone or ceramics; Treatment of natural stone
- C04B41/0072—Heat treatment
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- B—PERFORMING OPERATIONS; TRANSPORTING
- B01—PHYSICAL OR CHEMICAL PROCESSES OR APPARATUS IN GENERAL
- B01D—SEPARATION
- B01D2257/00—Components to be removed
- B01D2257/50—Carbon oxides
- B01D2257/504—Carbon dioxide
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- B—PERFORMING OPERATIONS; TRANSPORTING
- B01—PHYSICAL OR CHEMICAL PROCESSES OR APPARATUS IN GENERAL
- B01D—SEPARATION
- B01D2258/00—Sources of waste gases
- B01D2258/02—Other waste gases
- B01D2258/0233—Other waste gases from cement factories
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- B—PERFORMING OPERATIONS; TRANSPORTING
- B01—PHYSICAL OR CHEMICAL PROCESSES OR APPARATUS IN GENERAL
- B01D—SEPARATION
- B01D2258/00—Sources of waste gases
- B01D2258/02—Other waste gases
- B01D2258/0283—Flue gases
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- B—PERFORMING OPERATIONS; TRANSPORTING
- B01—PHYSICAL OR CHEMICAL PROCESSES OR APPARATUS IN GENERAL
- B01D—SEPARATION
- B01D2258/00—Sources of waste gases
- B01D2258/05—Biogas
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- C—CHEMISTRY; METALLURGY
- C04—CEMENTS; CONCRETE; ARTIFICIAL STONE; CERAMICS; REFRACTORIES
- C04B—LIME, MAGNESIA; SLAG; CEMENTS; COMPOSITIONS THEREOF, e.g. MORTARS, CONCRETE OR LIKE BUILDING MATERIALS; ARTIFICIAL STONE; CERAMICS; REFRACTORIES; TREATMENT OF NATURAL STONE
- C04B2103/00—Function or property of ingredients for mortars, concrete or artificial stone
- C04B2103/0068—Ingredients with a function or property not provided for elsewhere in C04B2103/00
- C04B2103/0088—Compounds chosen for their latent hydraulic characteristics, e.g. pozzuolanes
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- C—CHEMISTRY; METALLURGY
- C04—CEMENTS; CONCRETE; ARTIFICIAL STONE; CERAMICS; REFRACTORIES
- C04B—LIME, MAGNESIA; SLAG; CEMENTS; COMPOSITIONS THEREOF, e.g. MORTARS, CONCRETE OR LIKE BUILDING MATERIALS; ARTIFICIAL STONE; CERAMICS; REFRACTORIES; TREATMENT OF NATURAL STONE
- C04B2111/00—Mortars, concrete or artificial stone or mixtures to prepare them, characterised by specific function, property or use
- C04B2111/00017—Aspects relating to the protection of the environment
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- C—CHEMISTRY; METALLURGY
- C04—CEMENTS; CONCRETE; ARTIFICIAL STONE; CERAMICS; REFRACTORIES
- C04B—LIME, MAGNESIA; SLAG; CEMENTS; COMPOSITIONS THEREOF, e.g. MORTARS, CONCRETE OR LIKE BUILDING MATERIALS; ARTIFICIAL STONE; CERAMICS; REFRACTORIES; TREATMENT OF NATURAL STONE
- C04B2111/00—Mortars, concrete or artificial stone or mixtures to prepare them, characterised by specific function, property or use
- C04B2111/00017—Aspects relating to the protection of the environment
- C04B2111/00019—Carbon dioxide sequestration
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- C—CHEMISTRY; METALLURGY
- C04—CEMENTS; CONCRETE; ARTIFICIAL STONE; CERAMICS; REFRACTORIES
- C04B—LIME, MAGNESIA; SLAG; CEMENTS; COMPOSITIONS THEREOF, e.g. MORTARS, CONCRETE OR LIKE BUILDING MATERIALS; ARTIFICIAL STONE; CERAMICS; REFRACTORIES; TREATMENT OF NATURAL STONE
- C04B2201/00—Mortars, concrete or artificial stone characterised by specific physical values
- C04B2201/20—Mortars, concrete or artificial stone characterised by specific physical values for the density
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- C—CHEMISTRY; METALLURGY
- C04—CEMENTS; CONCRETE; ARTIFICIAL STONE; CERAMICS; REFRACTORIES
- C04B—LIME, MAGNESIA; SLAG; CEMENTS; COMPOSITIONS THEREOF, e.g. MORTARS, CONCRETE OR LIKE BUILDING MATERIALS; ARTIFICIAL STONE; CERAMICS; REFRACTORIES; TREATMENT OF NATURAL STONE
- C04B28/00—Compositions of mortars, concrete or artificial stone, containing inorganic binders or the reaction product of an inorganic and an organic binder, e.g. polycarboxylate cements
- C04B28/02—Compositions of mortars, concrete or artificial stone, containing inorganic binders or the reaction product of an inorganic and an organic binder, e.g. polycarboxylate cements containing hydraulic cements other than calcium sulfates
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- Y—GENERAL TAGGING OF NEW TECHNOLOGICAL DEVELOPMENTS; GENERAL TAGGING OF CROSS-SECTIONAL TECHNOLOGIES SPANNING OVER SEVERAL SECTIONS OF THE IPC; TECHNICAL SUBJECTS COVERED BY FORMER USPC CROSS-REFERENCE ART COLLECTIONS [XRACs] AND DIGESTS
- Y02—TECHNOLOGIES OR APPLICATIONS FOR MITIGATION OR ADAPTATION AGAINST CLIMATE CHANGE
- Y02C—CAPTURE, STORAGE, SEQUESTRATION OR DISPOSAL OF GREENHOUSE GASES [GHG]
- Y02C20/00—Capture or disposal of greenhouse gases
- Y02C20/40—Capture or disposal of greenhouse gases of CO2
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- Y—GENERAL TAGGING OF NEW TECHNOLOGICAL DEVELOPMENTS; GENERAL TAGGING OF CROSS-SECTIONAL TECHNOLOGIES SPANNING OVER SEVERAL SECTIONS OF THE IPC; TECHNICAL SUBJECTS COVERED BY FORMER USPC CROSS-REFERENCE ART COLLECTIONS [XRACs] AND DIGESTS
- Y02—TECHNOLOGIES OR APPLICATIONS FOR MITIGATION OR ADAPTATION AGAINST CLIMATE CHANGE
- Y02P—CLIMATE CHANGE MITIGATION TECHNOLOGIES IN THE PRODUCTION OR PROCESSING OF GOODS
- Y02P40/00—Technologies relating to the processing of minerals
- Y02P40/10—Production of cement, e.g. improving or optimising the production methods; Cement grinding
- Y02P40/18—Carbon capture and storage [CCS]
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- Y—GENERAL TAGGING OF NEW TECHNOLOGICAL DEVELOPMENTS; GENERAL TAGGING OF CROSS-SECTIONAL TECHNOLOGIES SPANNING OVER SEVERAL SECTIONS OF THE IPC; TECHNICAL SUBJECTS COVERED BY FORMER USPC CROSS-REFERENCE ART COLLECTIONS [XRACs] AND DIGESTS
- Y02—TECHNOLOGIES OR APPLICATIONS FOR MITIGATION OR ADAPTATION AGAINST CLIMATE CHANGE
- Y02W—CLIMATE CHANGE MITIGATION TECHNOLOGIES RELATED TO WASTEWATER TREATMENT OR WASTE MANAGEMENT
- Y02W30/00—Technologies for solid waste management
- Y02W30/50—Reuse, recycling or recovery technologies
- Y02W30/91—Use of waste materials as fillers for mortars or concrete
Definitions
- Hempcrete is a natural insulation material that exhibits favorable thermal properties and low manufacturing emissions.
- Hempcrete is a biocomposite, comprising hemp shiv and a lime-based binder composed of hydrated lime and either a hydraulic (e.g., natural hydraulic lime and ordinary portland cement) or pozzolanic binder (e.g., metakaolin).
- a hydraulic e.g., natural hydraulic lime and ordinary portland cement
- pozzolanic binder e.g., metakaolin
- traditional hempcrete can exhibit desirable properties— e.g., for use on construction, it is generally desired to use construction materials that mitigate carbon emission and/or that can store carbon.
- improved hempcrete e.g., that stores additional carbon
- improved methods of forming improved hempcrete e.g., that increase or optimize carbon storage
- methods of using the improved hempcrete are desired.
- embodiments of the present disclosure relate to methods of sequestering gas-phase materials in or during the formation of hempcrete, to the hempcrete formed using such methods, and to methods of using the hempcrete. While the ways in which embodiments of the disclosure address the shortcomings of traditional hempcrete are discussed in more detail below, in general, embodiments of the disclosure provide methods of forming hempcrete which are significantly carbon negative. Further examples of the disclosure provide models for predicting and optimizing carbon storage of hempcrete.
- a method of sequestering gas-phase materials includes providing a mixture of hempcrete compound material within a chamber and exposing the mixture within the chamber to a gas comprising the gas-phase materials for a period of time to form hempcrete, wherein the hempcrete exhibits net-negative life cycle carbon emissions.
- the step of exposing comprises carbonizing the mixture.
- the mixture can include, for example, one or more of agricultural waste, of hemp shiv, hemp fiber, rice husk (hulls), flax shiv, rapeseed, biochar, wood fiber, and/or plant fiber, slag, or the like.
- the hempcrete can exhibit net-negative life cycle carbon emissions of about -51 kg CO2e/m 3 or less (more negative) or -42 kg CO2e/m 3 or less.
- the gas can include, for example, one or more of flue gas, direct capture gas from cement production, and carbon capture from bioenergy production.
- the hempcrete can include a binder, such as a binder comprising a lime-based binder composed of hydrated lime and either a hydraulic (e.g., natural hydraulic lime and ordinary portland cement) or pozzolanic binder (e.g., metakaolin).
- An amount of binder in the mixture can be greater than or equal to 30 wt%, is greater than or equal to 40 wt%, or greater than or equal to 50 wt%.
- the hempcrete can have any suitable form, such as prefabricated blocks or panels.
- the method can include the steps of encapsulating the hempcrete or the mixture (e.g., in a sealable material, such as a plastic pouch) and applying a vacuum to the encapsulated hempcrete or mixture. Removing some of the air that is otherwise present in the hempcrete is thought to reduce a thermal conductivity of the hempcrete.
- hempcrete that is formed with net-negative life cycle carbon emissions.
- the hempcrete can be formed using a method as described herein.
- the hempcrete can include one or more of a phase change material (e.g., a paraffin), an expanded aggregate (e.g., perlite), and/or a thin-membraned balloon— e.g., filled with air or other gas— to, for example, lower a thermal conductivity of the hempcrete.
- a phase change material e.g., a paraffin
- an expanded aggregate e.g., perlite
- a thin-membraned balloon e.g., filled with air or other gas
- hempcrete e.g., formed using a method as described herein.
- FIG. 1 illustrates system boundary of the hempcrete LCA.
- Life cycle stages A1-A3 represent material extraction and manufacturing emissions (including biogenic carbon storage), while use-phase (Bl) represents the carbon uptake via carbonation.
- FIG. 2 illustrates effects of binder composition on the theoretical CO2 storage potential (per mass of binder) for exemplary hempcrete mixtures.
- FIG. 3 illustrates effects of hempcrete density on the theoretical carbon uptake of hempcrete via carbonation for three different hydraulic binder concentrations (a) high, (b) mid, and (c) low.
- FIG. 4 illustrates a comparison of carbonation models on theoretical estimates of carbon uptake via carbonation of different hempcrete formulations: (a) - (c) Very Light, (d) - (f) Light, (g) - (i) Medium, and (j) - (I) Heavy densities.
- FIG. 5 illustrates life cycle GWP (kgCO2e) for each hempcrete mixture of hydraulic and pozzolanic binders: (a) - (c) natural hydraulic lime, (d) - (f) ordinary portland cement, and (g) - (i) meta kaolin.
- FIG. 6 illustrates effect of carbonation model on LCA results for GWP medium density natural hydraulic lime with mid concentration of hydraulic binder in accordance with at least one example of the disclosure.
- FIG. 7 illustrates effects of carbonation model on LCA results for GWP medium density natural hydraulic lime with mid concentration of hydraulic binder in accordance with at least one example of the disclosure.
- FIG. 8 illustrates a method in accordance with examples of the disclosure.
- FIG. 9 illustrated hempcrete in accordance with examples of the disclosure. It will be appreciated that elements in the figures are illustrated for simplicity and clarity and have not necessarily been drawn to scale. For example, the dimensions of some of the elements in the figures may be exaggerated relative to other elements to help improve understanding of illustrated embodiments of the present disclosure.
- gas may include material that is a gas at normal temperature and pressure, a vaporized solid and/or a vaporized liquid, and may be constituted by a single gas or a mixture of gases, depending on the context.
- any two numbers of a variable can constitute a workable range of the variable, and any ranges indicated may include or exclude the endpoints.
- any values of variables indicated may refer to precise values or approximate values and include equivalents, and may refer to average, median, representative, majority, etc. in some embodiments.
- the terms “including,” “constituted by” and “having” can refer independently to “typically or broadly comprising,” “comprising,” “consisting essentially of,” or “consisting of” in some embodiments. In accordance with aspects of the disclosure, any defined meanings of terms do not necessarily exclude ordinary and customary meanings of the terms.
- Examples of the disclosure relate to methods of sequestering gas-phase materials, to hempcrete— e.g., formed using a method as described herein, and to methods of using such hempcrete.
- the hempcrete and methods described herein can be used for long-term carbon storage, which can be achieved, for example, via utilization of hemp shiv and/or other material in hempcrete. Additional carbon storage can be achieved via carbonation of a hempcrete binder throughout the useful life of hempcrete.
- a comprehensive theoretical model based on cement and carbonation chemistry, formulated to quantify the total theoretical in situ CO2e sequestration potential of hempcrete binders, is provided below.
- the model is implemented in life cycle assessments of 36 hempcrete formulations of various binder contents and densities using an equivalent functional unit (FU) of a lm 2 wall assembly with a U-value of 0.27 W/(m 2 K).
- FU equivalent functional unit
- the model estimates between 18.5% and 38.4% of initial carbon emissions associated with binder production can be sequestered through in situ carbonation.
- a net life cycle CO2e emissions of hempcrete can be negative, with a minimum of -16.0 kg CO2e/FU for the hempcrete mixture formulations considered herein.
- some hempcrete formulations can exhibit net-positive emissions, especially high-density mixes (>300 kg/m 3 ) containing portland cement, thereby illustrating the importance of materials selection and proportioning of low-carbon hempcrete.
- Flempcrete also referred to as hemp-lime concrete or a hemp-lime biocomposite, is a composite material that generally includes hemp shiv (i.e., hemp hurd) from the hemp plant and a lime-based binder.
- hemp shiv i.e., hemp hurd
- a byproduct of hemp fiber production, hemp shiv is the woody core of a hemp plant.
- the composition of the lime-based binder can vary, for example, based upon desired mechanical and physical properties(e.g., density), but typically includes of hydrated lime with natural hydraulic lime (NHL) or ordinary portland cement (OPC).
- Hydraulic binders are used with regular hydrated lime to accelerate the set time of hempcrete, as regular limes take weeks to months to gain adequate strength.
- Pozzolans such as metakaolin and ground granulated blast furnace slag, can be used as additional or alternative binders to reduce the global warming potential (GWP) of hempcrete, while preserving its favorable thermal
- Flempcrete is primarily used as an insulation material for its low thermal conductivity, rather than as a structural or load-bearing material, given its lower strength relative to other construction materials.
- Two primary construction techniques are used - one, using forms to cast or spray hempcrete directly in place on the construction site and the second, using prefabricated blocks that are transported and installed on-site using methods akin to masonry construction.
- Flempcrete insulation in either sprayed or block form) is typically coupled with light-frame timber construction in residential buildings. After mixing, fresh hempcrete can be sprayed (or blocks are laid) between framing members. After installation, finishes and weathering coatings, such as drywall or plasters, can then applied for aesthetics and increased durability.
- C0 2 e carbon dioxide equivalent
- Life cycle assessments of hempcretes have been conducted to quantify their environmental impacts.
- researchers have estimated net life cycle C0 2 e emissions of hempcrete from -1.6 to -79 kg CO2e/m 2 of different wall assemblies, depending on (1) functional unit, (2) expected lifetime, (3) LCA methodology (including system boundary assumptions and inclusion or exclusion of biogenic carbon storage), and (4) expected contributions to overall carbon negativity by in situ carbonation of cementitious binders beyond cradle-to-gate.
- Table 1 summarizes the previous studies that have accounted for CO2 uptake of cementitious binders in hempcrete. All studies assume through-thickness carbonation within the lifetime of the hempcrete assembly. For the studies that employed Model A, high variation exists in the reported CO2 uptake from the binder constituent alone (0.091 to 1.19 kg CO2/kg binder. Two studies that employed Model B report estimated CO2 sequestration via hempcrete carbonation between 0.325 to 0.462 kg CO2/kg binder. While Model A is simple to implement, it only captures the aerial carbonation of the hydrated lime. If hydraulic or pozzolanic binders are used, carbonation of the reaction products is not considered leading to an underprediction of hempcrete's ability to sequester CO2.
- Model B generally overpredicts hempcrete's ability to sequester CO2, as it assumes that all CH present in the binder carbonates, neglecting the consumption of CH during additional hydration or pozzolanic reactions. Both Model A and Model B do not consider the effect that pozzolanic reactions have on the amount of CH, nor do they consider the carbonation of calcium-silica-hydrate (CSH), which can decalcify and carbonate in the presence CO2.
- CSH calcium-silica-hydrate
- Table 1 Summary of hempcrete LCA studies that estimate and report CO2 sequestration via carbonation.
- Exemplary hempcrete binders comprise up to three components that are reported by their contribution to total binder weight.
- the CO2 uptake represent the carbon sequestration that occurs during LCA stages B2 and C, illustrated in FIG. 1, where negative values represent in situ carbon sequestration.
- the theoretical mass of CO2 that can be stored by hempcrete wall assemblies via in situ carbonation is quantified using principles of cement chemistry.
- This section first describes the chemical composition of the binders and estimates the total quantities of expected hydration reaction products (i.e., CH and CSH).
- CH and CSH expected hydration reaction products
- the anticipated reduction of the total amount of portlandite available for carbonation due to the conversion of portlandite to CSH in the presence of siliceous pozzolans is mathematically accounted for in the model formulation.
- the stoichiometry of carbonation reactions between atmospheric CO2 and hydration products is used to estimate the theoretical mass of CO2 that is sequestered via carbonation of the hempcrete binders.
- Binders for hempcrete construction primarily include three constituents: hydrated lime, hydraulic binders, and pozzolanic binders. Table 2 summarizes the average chemical and mineral composition of the binders used in hempcrete construction.
- Hydrated lime also known as slaked lime
- aerial lime hydrated lime hardens and gains strength by reacting directly with CO2.
- hydraulic binders and pozzolanic binders are used in combination with aerial lime to increase early-age mechanical properties of hempcrete.
- Common hydraulic binders for hempcrete include Type I OPC and natural hydraulic lime (NHL).
- OPC and NHL When OPC and NHL are exposed to water, they react to form portlandite (i.e., CH).
- pozzolanic binders such as metakaolin, require both water and a source of CH to produce CSH, which also increases the mechanical properties of cementitious materials. Therefore, pozzolanic binders are almost always used in combination with hydraulic binders.
- Type I OPC is composed mainly of silicon dioxide (S), aluminum oxide (A), ferric oxide (F), calcium dioxide (C), magnesium oxide (M), sulfur trioxide (S), and sodium oxide (N). These oxides are the building blocks of four main cementitious minerals present in OPC: tricalcium silicate (C3S), dicalcium silicate (C2S), tricalcium aluminate (C3A), and tetracalcium aluminoferrite (C4AF). NHL includes C2S as its primary form of silicates. In addition to C2S, NHL also contains some hydrated lime. NHL is similar to hydrated lime in that it is primarily composed of portlandite (i.e., CH). NHL is classified into three types based upon its intended use; NHL 2, NHL 3.5, and NHL 5.
- portlandite i.e., CH
- Metakaolin is a common pozzolanic additive composed primarily of three oxides: S, A, and small amounts of F. Metakaolin is a pozzolan that is produced from calcining kaolinite clay at high temperatures. Metakaolin can be used to replace cementitious materials due to its pozzolanic activity when combined with hydraulic binders, such as OPC or NHL.
- H water is denoted as H
- gypsum as ettringite as calcium aluminoferrite hydrate as C 6 (A,F)H 13
- aluminoferrite hydrate as (F,A)H 3 .
- reaction (6) is neglected in the proposed model.
- the carbonation of hempcrete can refer to the process in which atmospheric carbon- containing gas, such as carbon dioxide (CO2) reacts with the binder (i.e., CH and CSH).
- CO2 carbon dioxide
- CH and CSH binder
- CO2 carbon dioxide
- CH and CSH binder
- CSH 3Ca(OH) 2 + SiO2.
- C m CH and C m CSH are the total mass quantities of CO2 that are sequestered by CH and CSH, respectively, in units of kg CO2/kg of binder paste.
- a CH and ⁇ CSH are the CO2 storage potential based upon the quantity of CH or CSH, respectively, after the completion of the carbonation (in units of kg CO2/kg carbonated binder paste).
- ⁇ CH and ⁇ CSH are the CO2 storage potential based upon the quantity of CH or CSH, respectively, after the completion of the pozzolanic and carbonation reactions (in units of kg CO2/kg carbonated binder paste).
- the carbon storage potentials of the hydraulic binder and hydrated lime are represented by the variables ⁇ CH and ⁇ CSH , respectively. These variables are computed from the ratio of mineral consumption in the hydration reactions to the CO2 consumption in the carbonation process scaled by their molecular weights: where f3 ⁇ 4 is the degree of hydration, are concentrations (in decimal form) of C 3 S, C 2 S, C 4 AF, and CH, respectively, and and MW CH are the molecular weights of C 3 S (228.31 g/mol), C 2 S (172.24 g/mol), C 4 AF (242.98 g/mol) and CH (74.09 g/mol), respectively.
- the coefficients are stoichiometric ratios derived from Eqs. 1-8 of the CH and CSH produced during the hydration of the hydraulic binder, or initially present in the hydrated lime, to the total estimated quantity of either CH or CSH produced by the hydration reaction.
- the negative coefficient for C 4 AF represents the consumption of CH during hydration, as mathematically described by Eq. 3.
- the scalar of 1.099 is determined by calculating the molar ratio of CH or CSH to silica (3 to 2) from Eq. 5, dividing the ratio by the molecular weight of SiO2 (60.08 g/mol) and multiplying by the molecular weight of CO2 (44.01 g/mol).
- a pozzolanic binder it is used in small enough quantities such that CH is the limiting reactant and Eq. 12c is employed to calculate the necessary coefficients ⁇ CH and ⁇ CSH .
- Cm represents the total CO2 uptake in kg per kg of hydrated binder in a hempcrete mixture.
- a mass factor, Q defined herein as a mass ratio of hydrated binder paste to hempcrete.
- a carbonation factor, ⁇ c is used.
- Eq. 13a provides the calculation for the total carbon storage potential of the binder per unit mass of hempcrete, while the contributions of CH and CSH carbonation are detailed by Eqs. 13b and 13c, respectively.
- the proposed model assumes that the entire volume of a hempcrete assembly undergoes the same degree of carbonation within its lifespan.
- Experimental evidence has informed this assumption.
- Previous research has shown that after 240 days of exposure at ambient conditions, the degree of carbonation varies with depth, being close to zero below a depth of 6 cm, while under accelerated carbonation, a bulk rate of carbonation of 66.7% can be achieved throughout the entire assembly.
- the model assumes that, over the anticipated service life of hempcrete ( ⁇ 60-100 years), that sufficient carbonation will occur throughout the full depth of the assembly. Additional long-term experimental data on the rate of carbon uptake in hempcrete at ambient conditions would provide additional support for this assumption.
- Binders include different combinations of hydrated lime (CL90 - S) and three types of hydraulic binders, NHL, (OPC), and MK. Each binder combination is used to evaluate the model at three different concentrations of hydraulic or pozzolanic binder: low (20%), medium (35%), and high (50%), and at four different densities: very light (175 kg/m 3 ), light (225 kg/m 3 ), medium (300 kg/nn 3 ), and high (425 kg/m 3 ), based upon common ranges for residential construction in North America. Each density of hempcrete is the result of different hemp-to-binder-to- water ratios (by mass) (see Table 4). Table 3. Representative hempcrete mixture design formulations.
- LCA Goal and Scope Using the ISO 14040/14044 framework (ISO, 2006a, 2006b), LCAs are performed to quantify the total global warming potential (GWP) of a functional unit of hempcrete.
- the goal of the LCA is to implement the proposed carbonation model to understand the total carbon storage potential of hempcrete, which will be useful to building product manufacturers and building designers for use in in whole-building LCA.
- the functional unit considered in this LCA is 1 m 2 of non-load-bearing insulation made with hempcrete cast on-site between temporary formwork.
- the target insulation application is desirably an insulation layer that achieves a heat transfer coefficient of 0.27 W/(m 2 K) (R-20).
- Eq. 14 was used to calculate the thickness of each functional unit.
- the corresponding volume of the functional unit is calculated by multiplying the thickness (m) by 1 m 2 . Because the thermal conductivity of hempcrete assembly is dependent upon the density, different mix designs result in different sized functional units.
- the functional unit geometries are summarized in Table 5.
- the system boundary of the LCA includes stages A1-A3 (product, or "cradle-to-gate” stage) and B1 (use-stage) as defined by EN 15804 (EN, 2011).
- the product stage includes the material extraction (Al) (including biogenic carbon storage), transportation (A2), and manufacturing (A3) for both the binder and the hemp shiv.
- the use stage (only Bl) includes the carbonation of the binder and neglects all other maintenance or repair stages. End-of-life stages (C1-C4) are ignored due to the assumption that full carbonation is achieved during the lifespan of the hempcrete assembly.
- Construction stages (A4-A5) and other use stages (B2-B7) are not included in the analysis, because these stages are assumed to be equivalent across all mix designs considered and thus do not support the goal of the LCA.
- the only environmental impact considered by the assessment is 100-year global warming potential (GWP), measured in kg of carbon-dioxide equivalent (kg CO2e), due to its immediate importance to keep global average temperatures from increasing more than 1.5 °C (UNFCCC, 2015).
- Life cycle inventory (LCI) data were collected from peer-reviewed literature and open-source datasets for each material constituent in the hempcrete formulations. The environmental impacts are attributional and are allocated on a per-mass basis. Table 6 summarizes the data collected, its source, quality, and suitability for this LCA. Data for hydrated lime is given "medium" reliability, given its publication date of 2010 and the fuel type of the lime kiln having a significant impact on the cradle-to-gate emissions. The rest of the data are considered to have high reliability, given that it is timely data obtained from peer reviewed LCA publications. It is assumed that data collected for specific manufacturing processes are representative of the average emissions for worldwide production. While different hemp growing practices and manufacturing processes will affect total emissions from life cycle stages A1-A3, the carbonation model presented herein could still be used to predict the carbon storage potential of hempcrete due to binder carbonation in LCA Stage Bl.
- Biogenic CO2 storage is best modeled using dynamic LCA and will produce different results compared to the simplified screening LCA methodology used herein. While giving more accurate results, the use of dynamic LCA did not directly support illustrating the implementation of a new, theoretical carbonation model for hempcrete to calculate carbon storage potential in the context of total life cycle carbon emissions. However, the model presented herein can be adapted for implementation in dynamic LCA.
- the NHL+Mid mixtures have an estimated carbonation potential of 0.47 kg CO2/kg binder, where 0.43 kg CO2/kg binder is achieved via carbonation of CH and 0.04 kg CO2/kg binder is achieved via carbonation of CSH. Additionally, as less hydraulic binder is used, less CSH is produced and, therefore, less CSH is available to carbonate. Contrastingly, more CH is available from the slaked lime, thereby increasing the carbonation potential. Due to OPC containing more silica than NHL, much of the available calcium oxides (i.e., C2S and C3S) are converted not only to CH but also to CSH (see Eq. 1 and Eq. 2), which results in a higher carbon uptake from CSH carbonation, as expected. Mixes that utilize NHL as a hydraulic binder correspond to the highest carbonation potential due to the highest amounts of calcium oxide available.
- mixtures with metakaolin exhibit much lower carbonation potentials per mass of binder, as expected.
- CH is consumed in pozzolanic reactions (Eqs. 5 and 6), which results in no CH available for carbonation. Therefore, total carbonation potential equals the total theoretical uptake by CSH alone.
- the concentration of metakaolin decreases, the total carbon uptake decreases.
- pozzolanic additive more hydrated lime is present in the mixture that is converted to CSH, which is subsequently available to carbonate.
- FIG. 3 compares the theoretical carbon uptake via carbonation (Bl) per functional unit of different hempcrete mixtures across different target densities. Note that the carbon storage potential in FIG. 3 is represented by positive (rather than negative) values. As expected, higher-density mixtures exhibit higher propensities for carbon uptake via carbonation due to the higher amounts of binder required to create the functional unit.
- functionally equivalent very light, light, medium, and heavy NHL mixes with medium concentration of hydraulic binders have binder masses of 5.87 kg, 13.76 kg, 36.54 kg, and 94.04 kg, respectively, corresponding to estimated carbon uptake via carbonation of 2.1 kg CO2, 4.9 CO2, 12.9 CO2, and 33.3 CO2, respectively.
- Model A The two models identified in the literature (Model A and Model B), along with the model proposed herein (Model C), were used to estimate the theoretical carbon uptake via carbonation of all mix designs in FIG. 4.
- Model A only considers carbonation of the hydrated lime
- Model B considers the carbonation of all CH
- Model C considers carbonation of the avilable CH and CSH from a cement and carbonation chemistry perspecitve and accounts for the use of multiple binders and pozzolanic additives.
- Model B provides higher estmates of the carbon storage potential of hempcrete via carbonation as compared to Model A and Model C for mixtures containing NHL and OPC.
- Models A, B, and C predict carbon storage of 8.5 kg CO2/FU, 13.7 kg CO2/FU, and 12.6 kg CO2/FU respectively.
- Model A provides lower estimates of CO2 uptake via carbonation compared to Model C, since it does not consider the presence of calcium oxides in the hydaulic binder.
- Model B provides higher estimates of CO2 uptake compared to Model C, since it assumes 75% of all availabe CaO converts to CH, neglecting the formation of CSH and its associated carbonation potential.
- the tendancy for Model B to provide higher estimates of CO2 is most evident for the mixtures containing OPC (FIG. 4 (b), (e), (h), and (k). Since OPC contains more silicates, it produces more CSH than mixtures with NHL.
- Model B predicts a carbon uptake through carbonation of 23.0 kg CO2/FU as compared to the 12.2 kg CO2/FU prediction of Model C— an increase of ⁇ 90%. The difference between these two models illustrates how different models for carbonation can lead to different results.
- Model A and Model B provide higher estimates of carbon uptake compared to Model C.
- Model A predicts 7.0 kg CO2/FU
- Model B predicts 5.9 kg CO2/FU
- Model C predicts 5.2 kg CO2/FU. Due to the precence of pozzolans (a source of silica), Model C accounts for hydrated lime that is fully consumed to produce CSH. Models A and B neglect formation of CSH, which results in higher estimates of carbon uptake.
- FIG. 5 illustrates the carbon storage potential of hempcretes in relation to total life cycle emissions for hydraulic and pozzolan binder hempcrete mixtures for different densities.
- the vertical axis represents the GWP (kgCO2e) per functional unit, where negative values correspond to carbon storage and positive values correspond to carbon emissions.
- the processes associated with carbon emissions are plotted on the left (A1-A3), and storage (both biogenic and carbonation) on the right.
- the net difference between the left and right columns is an estimate of total life- cycle emissions. For example, in FIG.
- the heavy density mixtures ( N H L+ H ) has two columns, emissions on the left and storage on the right.
- the emissions are associated with hemp, binder, and water production, totaling to 105.09 kg CO2e.
- the carbon storage through both carbonation and biogenic uptake is -103.46 kg CO2e.
- the net emissions of the NFIL+Low+FI mixture (Mix 30) are positive (indicating Mix 30 is a net CO2 emitter), of 1.63 kg CO2e and are represented by the bottom of the right bar. If the bottom of the right column is below zero, the hempcrete functional unit has negative net-emissions. If it is above zero, the hempcrete functional unit has positive net-emissions.
- Binder manufacturing represents the largest contributor to the life cycle emissions as a result of the calcination process required to produce hydrated lime and hydraulic binders. Across all mixture types, increasing density increases binder mass and, thus, emissions associated with manufacture. MK-containing mixtures (FIG. 5(g), (h), and (i)) exhibit lower emissions from the binder, since the manufacturing process for metakaolin is less energy and emissions intensive. Flowever, as explored previously, the carbon uptake through carbonation for the mixtures with metakaolin is lower than those with hydraulic binders.
- the amount of biogenic carbon stored for each mix design is shown in FIG. 5.
- the amount of hemp shiv in each mix is directly proportional to the target mix density. Hence, when the biogenic carbon coefficient of -1.84 kg CO2/kg hemp shiv is applied, the amount of carbon stored increases.
- MK+High+M Mix 25
- MK+Mid+M Mix 26
- hempcrete is often deemed a carbon-negative material, not all mix designs considered herein result in net storage.
- Heavy density mixtures are often considered for semi-structural applications, yet, depending on the mixture design, the hempcrete assembly may not store carbon and another functionally equivalent insulation material may have lower carbon emissions.
- FIG. 6 and FIG. 7 present the life cycle emissions calculated with each model for the mid-concentration, medium density NHL mix design (Mix
- Model A the total GWP ranges from -11.56 kg CO2e/FU (Model A), - 17.00 kg CO2e/FU (Model B), and -13.15 kg CO2e/FU (Model C).
- Model A and Model B provide more and less conservative estimates of total emissions in comparison to Model C, respectively.
- Model A -16.94 kg C0 2 e/FU
- This result is attributable to the pozzolanic reactions that are accounted for in Model C (Eq. 5 and Eq. 6), which are not considered by either Model A or Model B.
- the differences in life cycle GWP as calculated by different carbonation models highlights the importance of model choice, since not accounting for the pozzolanic reactions provides an overestimation of the carbon storage potential of hempcrete.
- Model C the hempcrete carbonation model described herein (Model C) is comprehensive in that it accounts for all hydration and pozzolanic binder reactions in addition to the carbonation of both CH and CSH.
- the model can be applied to hempcrete mix designs of various densities and binder constituents, including pozzolans, for which previous models did not account. While most mix designs show net-negative carbon emissions (net storage), mix designs with high densities show positive life cycle emissions.
- the carbonation model formulated herein estimates between 18.5% and 38.4% of initial emissions from binder production can be sequestered through the carbonation process.
- net emissions of -13.15 kg CO2e/m 2 are predicted when hydraulic binders are used (mid concentration, medium density NHL mixture) and net emissions of -15.84 kg CO2e/m 2 when pozzolanic binders are used (mid-concentration, medium density metakaolin mixture).
- metakaolin a pozzolan
- hempcrete assemblies could be a net CO2 emitter (up to 8.16 kg CO2e/FU).
- the model formulated and implemented in this disclosure confirms that many hempcrete mixture designs in accordance with examples of the disclosure exhibit net- negative carbon emissions (i.e., carbon storage).
- the results suggest that low-density, natural hydraulic binder mixtures are key to maximizing the carbon-storage potential of hempcrete.
- This work also illustrates how the chemistry-based carbonation model can be used in combination with LCA to estimate the carbon-storage potential of hempcrete in achieving low-carbon building design objectives.
- a method 800 of sequestering gas-phase materials includes providing a mixture of hempcrete compound material within a chamber (step 802) and exposing the mixture within the chamber to a gas comprising the gas-phase materials for a period of time to form hempcrete (step 804).
- the hempcrete formed according to method 800 exhibits a net negative life cycle carbon emission.
- a mixture of hempcrete compound material is provided within a chamber.
- the mixture can include any suitable mixture, such as the mixtures described herein, and may be suitably selected, as noted herein, to provide a net negative life cycle carbon emission.
- the mixture of hempcrete compound material includes a binder and (e.g., fibrous) material.
- the mixture can include lime, fly ash, slag, cement, or other cementitious material.
- the binder can include hydrated lime and one or more of a hydraulic (e.g., natural hydraulic lime and/or ordinary portland cement) or pozzolanic binder (e.g., metakaolin).
- An amount of binder in the mixture can be greater than or equal to 30 wt%, is greater than or equal to 40 wt%, or is greater than or equal to 50 wt%.
- the amount of binder in the mixture can range from about 20 to about 90 or about 40 to about 70 wt%.
- Exemplary mixtures can include about 20 to about 95 or about 50 to about 70 wt% hydrated lime, about 20 to about 95 or about 50 to about 70 wt% hydraulic binder (e.g., natural hydraulic lime and/or ordinary portland cement), and/or about 20 to about 95 or about 50 to about 70 wt% pozzolanic binder, such as natural and/or artificial pozzolan (e.g., metakaolin).
- the mixture can also include about 20 to about 95 or about 50 to about 70 wt% slag, which can be a binder or an additional additive.
- the (e.g., fbrous) material can include one or more of hemp shiv, hemp fiber, rice husk (hulls), flax shiv, and/or rapeseed. Additionally or alternatively, the material can include agricultural waste, such as sunflower stalks, tobacco stalks, bagasse fiber, or almond (or other) shell flour. Additionally or alternatively, the material can include biochar, wood fiber, and/or plant fiber. The mixture can include about 5 to about 95 or about 40 to about 60 wt% fiber material, which can include any suitable combination of these materials.
- the mixture within the chamber is exposed to a gas comprising the gas-phase materials for a period of time to form hempcrete.
- the gas including the gas- phase materials to be sequestered, can be or include, for example, one or more of flue gas, direct capture gas from cement production, carbon capture from bioenergy production, other industrial point-source carbon emissions, or the like.
- the period of time can range from about 1 to about 180 or about 7 to about 14 days.
- Step 804 can include carbonizing the mixture.
- hempcrete formed in accordance with examples of the disclosure can include any of the compositions and/or properties noted herein.
- Exemplary hempcrete can exhibit desirable properties, which can be evaluated using a model, such as Model C described herein.
- the negative net life cycle carbon emission of the hempcrete can be about -42 kg CO2e/m 3 or less (more negative) or about -51 kg CO2e/m 3 or less (more negative).
- a density of the hempcrete can vary according to desired application and/or desired negative net life cycle carbon emission.
- a density of the hempcrete can be between about 200 kg/m 3 and about 600 kg/m 3 or greater than 225 kg/m 3 and less than 425 kg/m 3 .
- the mixture or hempcrete can further include a substance to decrease a thermal conductivity of the hempcrete.
- the mixture or the hempcrete can include a phase change material, such as a paraffin or polyethylene glycol.
- the mixture or hempcrete can include about 0 to about 30 or about 2 to about 20 wt% phase change material.
- the mixture or hempcrete can include artificially-created voids.
- the artificially-created voids can be formed using, for example, thin-membrane balloons or encapsulants (e.g., filled with air).
- Such balloons or encapsulants or artificial voids can be present in the mixture or hempcrete in an amount of about 0 to about 95 or about 10 to about 30 volume %.
- the mixture or hempcrete can include expanded aggregate, such as perlite, fumed silica, or chert.
- the expanded aggregate can be present in the mixture or hempcrete in an amount of about 0 to about 95 or about 10 to about 30 volume %.
- FIG. 9 illustrates a block of hempcrete 900, including bulk hempcrete material 902, and a substance or artificially- created voids 904 (e.g., phase change material, artificially-created voids, expanded aggregate, or the like).
- the mixture can be encapsulated in a thin- membrane material, such as plastic or other impermeable barrier and exposed to the gas within the thin-membrane material.
- a thin- membrane material such as plastic or other impermeable barrier
- the hempcrete can be exposed to a vacuum, and the thin-membrane material can be sealed, such that the hempcrete is sealed under a vacuum.
- hempcrete e.g., one or more blocks of hempcrete
- hempcrete can be encased in an encapsulating material 906, such as plastic or other impermeable barrier.
- the encapsulated hempcrete can then be exposed to a vacuum and encapsulating material 906 sealed, such that the hempcrete is packed under a vacuum (e.g., less than 760 Torr or about 10 6 to about 1 Torr).
- Methods in accordance with examples of the disclosure can further include spraying the hempcrete onto a surface or a substrate and/or forming prefabricated blocks or panels of hempcrete.
- Methods of using the hempcrete as described herein can include use of the hempcrete in construction of a building.
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| PCT/US2021/027525 WO2021211872A1 (en) | 2020-04-15 | 2021-04-15 | Method of sequestering gas-phase materials during formation of hempcrete and materials formed using same |
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| US20230303440A1 (en) * | 2022-04-06 | 2023-09-28 | Earth Merchant INC | Hemp-based bio-composite masonry units, compositions, methods of making and using |
| GB2623581B (en) * | 2022-10-21 | 2026-03-25 | Adaptavate Ltd | Construction product |
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| US20160107939A1 (en) * | 2014-04-09 | 2016-04-21 | Carboncure Technologies Inc. | Methods and compositions for concrete production |
| BE1021808B1 (en) * | 2013-12-06 | 2016-01-19 | S.A. Lhoist Recherche Et Developpement | BINDER COMPOSITION FOR MORTARS, BEDS AND LIGHT COATINGS WITH VEGETABLE AGGREGATES OR BIO SOURCES. |
| WO2015154174A1 (en) * | 2014-04-07 | 2015-10-15 | Carboncure Technologies, Inc. | Integrated carbon dioxide capture |
| CA2899579A1 (en) * | 2014-08-01 | 2016-02-01 | Just Biofiber Corp. | Load bearing interlocking structural blocks, modular building systems and structures |
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| US10753091B2 (en) * | 2018-03-29 | 2020-08-25 | Zachary Josiah Popp | Hempcrete wall block panel |
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